HomeMy WebLinkAboutBUILDING PERMIT APPLICATION (4) - ���r r y .:��'�,�k �"�, ,�'r-`��.'�.�i•.Trr����,�.;,;�trtk,,r :�ra '3as:�..='gym-'--�,.�'-,�,-- `.
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6402 SE Fcdcrai 1ighway, Staa,1.FL 34997
Ph:772 40S-0290 Fax:8898301.67
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Order
Item No.1 Qty:1
ct
Model:8100 SH Color: BRONZEJBRONZE
Desc:8100 SINGLE HUNG DP:+701-70,[FLANGE),IMPACT,BRONZE/BROili:z,
Dimensions
x16 Screen,[Inside wrapped in BRONZE],[Color Cap Outside in BRONZE] L
LOW E 366,Insulated
W1 SCREW SUPPORTS,SCREEN DLO:3a.va x 4s ala
TIP:35 3t4 x 4B N J [_�', .;
HVHZ.Std.Gold Labeling $GREEN:18 X 16 z�= _W -
FPA#16177.1,[No Sill Anchors this SH-8100]
DOES NOT MEET EGRESS, '
Item No.2 Qty:1 i —
Model:8100-SH Color. BRONZE/BRONZE £ "
Desc:8100 SINGLE HUNG DP:+701-70,[FLANGE],IMPACT,BRONZE/BRONZE,18
Y16 Screen, inside wrapped in BRONZE], Calor Cap Outside in BRONZE Dimensions e
LOW E 366,Insulated
W/SCREW SUPPORTS,SCREEN DLa:34112 x 4e 314
HVHZ Std.Gold Labeling r J�as 3ti14;v Ic; + ;���! r1i r
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FPA#16177.1,[No Sill Anchors this SH-161 001
DOES NOT MEET EGRESS, t
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126116 12:36:10PM Page i of 1
Morida Building Code Online Page 1. of 2
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C3>rL'v.-"';.^^:i0i BOTS Horne Log in user Registration Hot Topics Submit Surcharge Stats&FactS Publications j FBC Staff [ BCtS Site Map # Links i Search i
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Product Approval%60t:ProfbSS1bn.1aUSER %60t:User
Regulation
.. product Aoorovai teen>Product or AoeticIton Search>AoolLation Usk>Application Detail
r FL 4 _FL 16177;Rl
Application Type
PP YP' �-Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave,
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative ,Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jiathrop@csys.cc
Category 111 Windows ti
Subcategory
Single Hun
x g 9F.,-^-..M
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
1 R Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A,Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich,,PE
2 Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 Rl COT EvalP,eo CNS-S1213!SH•8100,IMP.NoSIIIAnchl.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I,S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence or Product Standards
Certified By
http:/hk7NrvNi.floi idabuildiiig.oru/pr/pr_a1)p_dtl..aspx?param=wGEVXQw`tDgvyf4ngAY-1-i I Oy... 8/13/2015
Florida I3ui.[di.ng Code Online Page 2 of 2
Sections froln the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/21/2D15
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
/0' 'FL# Model,Number or Name Description
16177.1 .� SH 8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
i- _t jmits•'Of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 RI II CWS-81')B(SH-4700 II11P NoSillAnch).pd
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: •t•70/-70 Evaluation Reports
Other: SH-8100 PVC Impact,no sill anchors required, 171.1.63.77 R1 AF DuPont PVB NOA 13-_0125 27.adf
Safety glazing required on outer lite above 30 ft.in HVHZ. FL16177 R1 AE EvaIRen CWS-8128(SH--8100. IMP.
Glass complies to ASTM E1300-04. NOSIIIAn Chl.Ddf
FL16177 R1 AE Ouanex(Mikron) NOA 12-1017_,2.udf
Created by Independent Third Party:Yes
6adc n<e.>:t
Contact Lis::1940 Worth lAonroe Street Tallahassee FL=..99 Phan-,•E50-4&7-1 G24
The State of Florida is an AA7-EEO employer.rnovrinht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Pefvnd Statement
Under Florida law,email addresses are public records.if you do not scant your e-mail address released in response to a public-records request,do not send
electronic mall to this entity,Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licenses licensed under chapter 455,F.S.must provide the Department with an email-address If
they have one.The etnails provided may be used for official communication with the licensee.However email addresses are public record.it you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,FS.,please click here.
Product RE—ON
Accepts:
tE. ?2
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http://x�,\,,rw.floridabuild.iiig.org/pr/pr_app_dtl.aspx?param=x�rCT1 VXQw-tDq`ryf4ii-AXb.l0y... 8/13/201
SINGLE HUNG - LARGE MISSILE IMPACT
1,THE PRODUCTSHOWN!HEREIN IS DESIGNED AND MANUFAC
-Ds
,TURED
'ODE(FBC),CURRENT
TO COMPLY WITH THE FLORIDA BUILDING C WINDOWSYS719
EDMO14 INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 190D�GIW44THAVE_
IS RATED FOR WIND ZONE 4,MISSILE LEVEL 0 0,4PACTUSE AS DETFINEDOCALA,FLORIDAFLOS IDA 34474
IN ASTM E 1995 PER THE FBC.
53 JfO*NIA'(,OVEPALOFLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
--S 17/8-NJAXL UNIT WIDTH 3.CONFIGURATIONS:-OIX-. 8100 PVC
--4111110'GLASS DLO —j 4.DESIGN PRESSURE RATING: SINGLE HUNG
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT
GLASS TABLES ASTIM E-1300-04,
A
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n cv 11
T 7
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04. 's I!--
4 6,
S.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED
OVERALL IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOP ANCHOR
FLANGE DETAILS.WINDLOAD DURATION FACTOR Ccf=1.6 WAS USED FOR WOOD
HEIGHT ANCHOR CALCULATIONS,
BI
B 6�PRODUCT APPROVED FOP,IMPACT RESISTANCE. SHUTTERS ARE
DLO
NOT REQUIRED.
7.ALL FRAMES AND VENTS FULLY'WELDED.SMALL JOfllrr SEAM SEALANT
MAX. USED AT FIXED MEETING RAIL AND JAMB.
UNir I
HEIGHT B.S
ERIES/MODEL DESIGNATION SH-6100.
1 9-THE DESIGNATION X AND 0 STAND FORTH[FOLLOWING:
303115X-OPERABLE SASH,0-FIXED SASH
7 1 <
MAX. Iff.
SA3H S I O�SECTION CALLOUTS APPLY TO ALL F LEVATIO14S IN A SIMILAR -11 z 11
GLASS LOCATION.
HEIGHT DLO o' voR-cw "x,
9 11.EXTERNAL WEEP SLOT 114'x,l-IJA'LOCATED 4'FROM BOTH END eo
S.
41
c •No 5s2ol
Lucas A. '13" STATE OF *
. 141Z
Turner 1�n.
_j
A 2015-04-1'1
a p
45 1116 15:15-04:00
GLASS OLD
43 3vp* � A 411112015
MAX,SASI I WIDTH
LUCAS A.TURNER,P.E.
FL PE#55'201
1239 JABARA AVE'
NORTH PORT,FL 34288
PH.941-380-1574
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS..,..I DRAWN B— DATE;
GLAZING DETAI .................................2 DESIGN PRESSURE BAT 06/18112
SECTION VIEWS,, MAX. UNITS SIZE IMPACT RATING -2 -------
EXTRUSIONS&B-O-M................„..,,.A U RATING
x
CWS-812 B
ANCHOR SCHEDULE&NOTES........5 51-7/8”x 671-3/4" 70 PS F
INSTALLATION DETAILS............._.....6 LARGE MISSILE IMPACT
L
SHEET
1:15 1 or
I OF 6
VVINDOW SY�-TEMS 1,ffl:Q�-J-
1900 SW 44TH AVE.
OCALA,FLORIDA 344-14
www.c;klslcc
8100 PVC
SINGLE HUNG
IMPACT
—7/6'OVERALL INSULATED GLASS 7113"OVERALL INSULATED GLASS 2
r--178"ANNEALFoOR7EMPEREO 118'ANNEALED OR TEMPERED ul m Lm
' J
—7116-AIRSPACE 2. "
W16'AIRSPACE -1 I-oz!
—5116'LVAINATEDGLASS F'5 i
5116-LAMINATEQGLASS —1
v Cid
118"ANNEALED
1W ANNEALED
w CCCC
.090*PV9 INTERLAYER BY DUPONT "090"PVII INTERLAYER BY DUPONT
IN*ANNEALED I 1/8"ANNEALED
DURASIAL BY TRUSEAL, 0
to
OURASEAL BYTHUSEAL
6�11 PURFECT GLAZE OR SIKAFLEX 552 PURFECTIMAZE"H"OR SIKAFLED(5�52 w c
112*GLASS SITE14 1/2'GLASS BITE
Z N
C4_ tl- 58201
STATE OF ZZ
FIXED LITE SASH LITE 47112015
LUCAS A.TURNER,P,=.
FL Pr#58201
1239 JABARA AVE
NORTH PORT,FL 34288
PK 941-360-157-1
GLAZING DETAILS
'5P.M"M BY: F.E:
BAT i 06118712
CWS-812 E;
II
SHEET
2OF6
1900 SW 44TH AVE.
OCALA.FLORIDA 34474
Www-ows,cc
7"
01 6-0(s I qu qgp 5.)i (IL-5)
8100 Pvc
SINGLE HUNG
IMPACT
r I
4f),
-cl)
o
Q) Lu Z
mm
SECTION B-5
z
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW. uui
i
cc cc
0
oo�, tiOR K,
Na 56201
'-�'P% STATI: OF
'0.
0 R
.655.. S,
ONAk- tl�'
411112015
LUCAS A.TURNER,P,E.
4)0FL PE 9 58201 2- Q 1239 JABARA AVE-
3p NORTH PORT,FL 34288
PH.941-386-15 7 4
SECTION VIEWS
SECTION A-A
Vf—iA'WNalE—UATE:
SAT 061,181,12
NOTE-ITEMS NOT SHOWN FOR CLARITY. 'A E;
CWS-812 B
20.25-26,36,37,44,51-52,55-56,64,67-60 SHEET
1:2 3 OF
PARTS LIST '�- FRAME CORNER "
ITEM PART# DESCRIPTION VENDOR MATERIAL - 3118"•--.— CONSTRUCT1OtJ C :a'tisV(1�1��7+ '`tel
��tt ...,
1 H-6031 Main Fr„SH,wlFlg.,PVC,Mead Mikron Vinyl `?YINDOItY 5;5TEI'1S
2 H-6031 Main Fr.,SH,wlFig.,PVC,Silt Mikron Vinyl 1- 1 ISM- L t-- 3156 1900 SW 44TH AVE-
3 H-6031 Main Fr.,SN.u,IFlg-,PVC.L.Jb, Mikron Vinyl V _ II I OCALA,FLORIDA 34474
4 H-6031 Main Fr.,SH;YdFlg.,PVC,R,Jb. Mikron Vinyl VAR•vd-CWS.CC
6 S-1577 Impact Hook Kaymark Alum
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211!16" 1515
9 H-1497 Reinf.Sash {j Meet.Rail Keymark Alum - , 8100 PVC f/t6" CORNER WELD
10 H-6028 Sash Bottom Rail,PVC Mikron• Vinyl t..7 -� -Sits' (ALLSIDES) SiNG'LE HUNG
12 H-6004 Sash SldetTo /Bot.Rail Mikron Vinyl 1,9 IMPACT
13 S-1498 RelmT S'.B•RJS.S-R PVC FRAME FLANGE-6031 PVG SASH STIR.RAIL-6020 PVC SASH TOP RAIL-6027
14 S-6064 Glz.Bd_,7te" Mikron Vinyl -----;•�
18 5.6013 Scrn.Adapt..w/Nib,PVC,Horiz. Mikron Vinyl z r .
19 S-8014 Scrn.Adapt.PVC,Vert. Mikron Vinyl --t 112" ,�-'• i� p._.
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vint , ILJI Q 1^I
23 H-1699 Reinforcement,SBR Keymark Alum 7/s"-- 1 3116" r1 '" 1 _`-Y
24 P-2190 Balance BSI 9177 j -� -r -` co co
25 P3059 Sash Cam,PVC BSI Plastic •{- 1751 m€d
26 P-3046 Take Out Clip BSi SS (i S 61a' 2 u8" -�-1116 FIXED MEETING RAIL r`y O�
L.. 1116` SCREWED TOGETHER Y/ITH m n:
27 P-3783 Lock,Impact,PVC interlock 1;16 (� OUTE1:9 u o G1`
28 P-4069 Keeper,Impact,PVG Interlock 7amac. ..L..-.._- a � i:e
30 P-3215 Weep Cover Yt Fla Gaer Plastic RENF_,IMPACT NOCK•1112 y
32 P-3429 Wslp.,0,270 x.187 back FinSeal,Gray Ultralab PVC SASH SIDE RAIL-6004 FIXED RAIL-1636 u' `r.'i' cc
37 P-4638 #6 x 2-1/2 PH Mad.Truss_Type A,TEK 2 Fastenat Steel u o a:i a_
CL
38 P3768 98 x 0.625 Ph PH SMS Hub City Steelr 1 5116"1
39 P4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel I 12' 1 118#-( i7 J t 6' j a�'0v.
40 P4264W 48 x-3(4 FH PH w146 Head.TEK,WhL Hub City Steel .20
44 P-3342 Seam Sealer,SM-5504 Schnee 718" ' �0 S S1T6- �7 Df ` m <�O
45 P•3752 Cap Plug,112"Nolo M&M Nylon ..{._ I---•tits" �� j-
47 P-3428 Sikallex 552 or pulled Glaze"H' Sika/Henkel ilia, 1`y1tluasrr/';rtrr
PVC SCREEN CATCH•6013 FVC FIXED BAIL COVER-6063 PVC SCREEtJ SUPPORT-001- �� ��,OR8.. ,,♦�'
46 P-3352 Set.BIk.,65 Dur„118"x 578"x 2"Lg. F.Lowe Rubber PVG SASH STOP-6025 .'t _.y1Ettg`h ?tro�Y
51 P-3881 Temporary Lbl.(NFRCIDP)
52 P3613 CWS Lbl.(logo) Pro Label bi8'- ?.it G No 582U1 '.r7>
53 Sash SEE SHEET2 GLASS4j Z
2r'1•-!" - _ (fa =at :ri
54 Fixed SEE SHEET2 GLASS 1_ ( 9 718- - o: =z:z
56 P-32Bi Spacer Dttmseai .r {t 3: 76116" _VIC" 1 11 1 _7156- ''F= STATE OF
62 P-3218 Screen Frame,HOriz. Allmetal Alum -•7116"
63 P-3218 Screen Frame,Verl_ Allmetal Alum TPrt£?RRL-iGe9 Rc`t71F,"TC7P RAtL-f497 PVG GLAZING 8GA0.6a54
64 P-3321 Screen Frame Gomer Ke Allmetal Plastic REINF,S.S.R./S.S.R.-1498 REINF_6
65 P-3581 Screen Cloth,16 x 16 Fiberglass Betlerwe Fiberglass - rn/+nMt.11�
56 P-3228 Screen Spline,.155 Dia.,Bik- papa Vinyl 0'
67 P-3029 Screen Pull Tab Summit Alum 4/19!2015
68 P-3033 Screen Spring,SS Ft.Screen SS
70 P-3113 Screw Support for PVC T,Plastics Nylon LUCAS A.TURNER.P.E.FL PE N 58201
71 H-1836 Alum.Fixed Rail Keymark Atum fr 3416"—•. 1239 JABARA AVE,
72 S-6063 Cmer,Fixed Rail Mikron Vinyl 1,01 O NORTH PORT,FL 3428E
73 S-1112 Reinforcement,Impact Hook Keymark, Alum PH.941-380-1574
_74 _ _ �ur'I'6E3 -_,..._._..._..-_.....
P-3541 #8 x 1I2".Pan Head.TEK Fastens! Steel SCFAPTidw.
_
LINE ITEMS NOT USED: _JiI 5 56 r a. 1301-4 AND EXTPUSIONS
5,7,11,15-17.21-22,29.31.33-36,41-4'4,46,49-50.55.57-61,69 =1 _ • 70
SCRE6V SUPPORT-3113
BAT 06/18?12
IMPACT HOOK -
S-1577
CWS-612 S
SHEET M�
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. -� �� ry--�� 1:2 _ 4 OF 6
WINDOW 57 aTEMS LIZ
6-naAx(TYP.) l -17'anax,a.C.(r(P.)
OCALA.FLORIDA 34474
1800 SW4478 AVE.
6"MAX.(TYP.)
WWW.CWS-Cc j
—SEE NOTE 2 ? 8100 PVC___....0
SINGLE HUNG
r,•,AY,.o.c. SINg,/(
(TYR) IMPACT i
Q —INSTALLATION �1
• ANCHOR(TYP.)
ti,w1
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YFJO ANCIiORS IIEOUlREU>{N ILIrJ+• .u,.,.:..«.. <,,+ �Y,, ACJ` j�Irk
�''M,,V•",
r' ANCHOR LAYOUT-,FL1Nu Ei No _`/$201 =
OF
IJOTES: r�" STATS _ .
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
fes;`�`'' .�o R�£;�'•?��•``.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEAR114G SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114", USE SHIMS WHERE SPACE GREATER THAN 11116"IS PRESENT. LOAD BEARING SHIMS SHALL BE der rf A
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.MOOD SHRAS ARE IJOT ALLOWED, y�
3.ANCHOR TYPE.SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET'6. _ 4111r'2015 _
_ 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACTWITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
FL PE 1?58201
BE PROTECTED TO PREVENT REACTION.
1259 JAP.ARA AVE.
5_INSTALLATION ANCHORS-SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAI4 THE 41INIMUI:'1 NORTH PORT,FL 54288
SPECIFIED IN TABLE 1,SHEET 6. PH_9411.-380-1574-
6.A14CHOR EFABEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR COIlICRETEfCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. sl ELT o�cc7Pti ic':"'"
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU i•$AY INCLUDE BUT 00 NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND E
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES-
7.
OTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,I"FOR WOOD AND METAL.
BAT 06/18/12
B.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED To TRANSFER WIND LOADS TO THE STRUCTURE. cl U 0
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLE1.SHEET 6, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-812 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING TI4E CURRENT VERSION OF THE REFERENCE DOCUMENTS: ET
-' SHEET
FIv1WAAMA 100(FIN WINDOWS),FMAIAAtr1A 200(FLANGE WINDOWS), FMiVWDMA 250(8OX WINDOWS),FMAXAMAANDMA 900(EXTERIOR DOORS) 1 1:15 5'OF 6
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT
IIIIN.EDGE DIST. I SEE TABLE 1 SUBSTRATE WIND01"5 EMS
a -
SEE TABLE I ,y 'I,' '9"o By,"TpAVE.
114-MAX.SHIM SEE TABLE-I OCALA,FLORIDA3447�t
SUBSTRATE BY OTHERS—, J.- l.AjWW.cwS.cc
SEE TABLE i
EMBEDMENT
PERIMETER SEALANT—— SEE TABLE I MIII.ED"E DIST.
BY INSTALLER SEE TABLE 1 8100 PVC
INSIO E AND OUT INSTALLATION ANCI OR— SINGLE HUNG
SEE TABLE i IMPACT
FLANGE BY INSTALLER 'Jil'MAX.SHIM
SEALANT BEHIND
ERIMETER SEALANT
BVINSTALLER
INSTALLATION ANCHOR INSIDE AND OUT E H 2
SEE TABLE 1 <01
SEALANT BEHIND z
FL;,NGE BY INSTALLER
[Z NTAL SECTION 5
CONTINUI US DOUBLE 311 I,'BEADS OF .................. ca ¢
TREMOLAZE V1 61,10 SEALANT AROUND 6TYPICALJAMBANCHOPAGE UJ c;
PERIMETER ATALL INDICATED POIHTS
r' JJJj BETWEEN FRAfAE AND BUCK BY INSTALLERf. , 1�1 CL
7_7
114'MAX SHIM b
SEALANT BE
"'I"D
FLANGE BY INSTALLER
C'
PERIMETER SEALANT
BY INSTALLER MIN.ErVIBEDIJENT
LER SEE TABLE.I
INSIDE AND OUT
Z'
SUBSTRATE BY OTHERS z
SEE TABLE 1
MIN.EDGE DIST.
SEE TABLE I
S7ATE OF
'A VERTICAL SECTIO
TYPICAL SILL ANCHORAGE R 10
Lu
0 0o
b 6
4/1112015
TABLE 1-APPROVED INSTALLATION FASTENERS LUCAS A.TURNER P I-.
SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT K111,L EDGE DIST_ FL PC It SS201
BY INSTALLER NORTH PORT,FL 34288
PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI 3110'MAI TAPCON 1-112, 1-1/8"
HOLLOW OR GROUT"-FILLED CMU(117 PCF MIN-) 3/16-)TW TAPCOIM 11 2" INSIDE AND OUT PH.941-380-1574
jj C HORIZONTAL SECTIONZONCRETE(2.85 KSI MIN.) 3/16"rLCO ULTRACON 1. Q4_71-BOX FRAIME TALLATION
GROUT-FILLED CtAU(ASP41 C-90) 1116'ELGO ULTRACON 2-112" HEAD AND SILL SIMILAR FOR PDX INSTALLATION
2X MIN.SOUTHERN PINE(G=0.65) 3/16*ITW TAPCO INSTALLATION DETAILS
OR ELCO ULTRACON 718, FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE.
2XMIN.SOUTHERN PINE(G=0,65) #10 WOOD SCREW 1-3!B' 718' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED. DRAINN BY: A
16 GAUGE(0.060-)MIN.STEEL STUD #10-16 HILT]KWIK-rLEXOR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW- THRU 0.06(r 7/19" MIN.i/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED W67-18t`,`�T"..........
I/W ALUM.(6065 MINI.)OR 410 GRACE 5 SELF;TAPPING I FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B
Ila-STEEL(33 KSI MIN.) DRI
SCREW THRU 0.125' 7116, PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS. TC-Al C-__S_4C��j
1:2 6OFIS I